Earthquake-resistant building structure

ABSTRACT

An earthquake-resistant building structure is in a three-dimensional geometric shape, such as G, S, E, 6, 9, 2, 8 or 7, the centers of gravity of the building structure is perpendicular to the ground, the building structure is naturally balancing, the bottom plane of the three-dimensional geometric shape structure bears its weight, the non-foundation building structure is a reinforced concrete casted model which is has no foundation, and is independent of the ground, and integrated three-dimensional geometric shape so as to form the building structure without foundation.

BACKGROUND OF THE PRESENT INVENTION

1. Field of Invention

The present invention relates to an earthquake-resistant buildingstructure.

2. Description of Related Arts

Traditional buildings are building constructions with foundation, whichare a plate structure which is non-integrated, and in an allsides-bearing form. When earthquake happens, these traditional buildingstructure are torn and pressed because of the ground moving.

SUMMARY OF THE PRESENT INVENTION

An object of the present invention is to provide an earthquake-resistantbuilding structure, overcoming the problem of the poorearthquake-resistant effect of the traditional buildings.

A technical scheme adopted by the present invention is as follows. Anearthquake-resistant building structure, wherein the building structureis in a three-dimensional geometric shape, such as G, S, E, 6, 9, 2, 8or 7, a center of gravity of the building structure is perpendicular toa ground, the building structure is naturally balancing, a bottom planeof the three-dimensional geometric shape structure bears a weight of thebuilding structure, the building structure is a reinforced concretecasted model which has no foundation and is independent of the ground,and integrated three-dimensional geometric shape so as to form thebuilding structure without foundation.

In a connection between one bearing wall and the other bearing wall, anda connection between one bearing wall and the bottom plane, a reinforcedconner of the casted cement or concrete is in an arc type or arectangular type, formed by welding, a pressure is burdened by the wholebuilding structure which is a complete integrated structure to ensure asolidity thereof.

The bottom plane which has no foundation structure is located on theflat ground for avoiding being torn and pressed because of the groundfluctuation to completely replace the traditional building structurewhich has foundation, and is all sides-bearing.

The advantages of the present invention include:

1) saving resources, wherein the shape characteristics of the geometrystructures G, S, E, 6, 9, 2, 5, 8 that the centers of gravity isperpendicular to the ground, and the body is naturally balancing and theprinciple that the bottom plane bears its weight are applied to saveresources;

2) resisting damage, wherein a complete reinforced concrete modelstructure is formed by casting cement or concrete in an integratedload-bearing geometric steel structure, the connection between onebearing wall and the other bearing wall, and the connection between onebearing wall and the bottom plane, the reinforced conner placed bycement or concrete is in an arc type or a rectangular type by welding,the pressure is burdened by the whole structure, so as to ensure thatthe integrated geometry structure formed is firm, and the structure isan integrated concrete model form which is independent to the ground, soas to skillfully apply the complete bearing part and the bottom plane,the rest space outside the structure is applied with other buildingmaterials, such as glass, plaster board, template, wooden board orconcrete; and

3) proofing earthquake, wherein the bottom plane which has no foundationstructure is located on the flat ground for avoiding being torn becauseof the ground fluctuation and achieving the effect of earthquakeproofing for 100%, so as to completely replace the traditional buildingstructure which is non-integrated, and all sides-bearing.

These and other objectives, features, and advantages of the presentinvention will become apparent from the following detailed description,the accompanying drawings, and the appended claims.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a perspective view of a three-dimensional building structure“G” according to a preferred embodiment of the present invention.

FIG. 2 is a perspective view of a three-dimensional building structure“9” according to a preferred embodiment of the present invention.

FIG. 3 is a perspective view of the three-dimensional building structure“9” in another direction according to the preferred embodiment of thepresent invention.

FIG. 4 is a space layout perspective view of the three-dimensionalbuilding structure “9” in another direction according to the preferredembodiment of the present invention.

FIG. 5 is a space layout perspective view of the three-dimensionalbuilding structure “9” in another direction according to the preferredembodiment of the present invention.

FIG. 6 is a perspective view of a three-dimensional building structure“8” according to a preferred embodiment of the present invention.

FIG. 7 is another space layout perspective view of the three-dimensionalbuilding structure “8” according to the preferred embodiment of thepresent invention.

FIG. 8 is a perspective view of a three-dimensional building structure“2” according to a preferred embodiment of the present invention.

FIG. 9 is a perspective view of the three-dimensional building structure“2” in another direction according to the preferred embodiment of thepresent invention.

FIG. 10 is a perspective view of the three-dimensional buildingstructure “2” in another direction according to the preferred embodimentof the present invention.

FIG. 11 is a perspective view of the three-dimensional buildingstructure “2” in another direction according to the preferred embodimentof the present invention.

FIG. 12 is a perspective view of the three-dimensional buildingstructure “2” in another direction according to the preferred embodimentof the present invention.

FIG. 13 is a perspective view of the three-dimensional buildingstructure “9” in another direction according to a preferred embodimentof the present invention.

FIG. 14 is a perspective view of the three-dimensional buildingstructure “2” in another direction according to the preferred embodimentof the present invention.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT

Referring to FIG. 1 to FIG. 14, several three-dimensional geometricshapes according to the earthquake-resistant building structure arelisted, the shape characteristics of the geometry structures G, S, E, 6,9, 2, 5, 8 that the centers of the gravity are perpendicular to theground, and the bodies are naturally balancing are utilized, in theconnection between one bearing wall and the other bearing wall, and theconnection between one bearing wall and the bottom plane, the reinforcedconner of casted cement or concrete is in an arc type or a rectangulartype, formed by welding, the pressure is burdened by the wholestructure, so as to ensure that the integrated geometry structure formedis firm, and the structure is an integrated concrete model form which isindependent to the ground, so as to skillfully apply the completebearing part and the bottom plane, the rest space outside the structureis applied with other building materials, such as glass, plaster board,template, wooden board or concrete.

One skilled in the art will understand that the embodiment of thepresent invention as shown in the drawings and described above isexemplary only and not intended to be limiting.

It will thus be seen that the objects of the present invention have beenfully and effectively accomplished. Its embodiments have been shown anddescribed for the purposes of illustrating the functional and structuralprinciples of the present invention and is subject to change withoutdeparture from such principles. Therefore, this invention includes allmodifications encompassed within the spirit and scope of the followingclaims.

What is claimed is:
 1. An earthquake-resistant building structure,wherein said earthquake-resistant building structure is in athree-dimensional geometric shape and a non-foundation buildingstructure, including G, S, E, 6, 9 and 2, a center of gravity of saidearthquake-resistant building structure is perpendicular to a ground,said earthquake-resistant building structure is naturally balancing, abottom plane of said three-dimensional geometric shape structures bearsa weight of the building structure, said earthquake-resistant buildingstructure is a reinforced concrete casted model which has no foundation,and is independent of the ground, and integrated three-dimensionalgeometric shape so as to form the building structure without foundation.2. The earthquake-resistant building structure, as recited in claim 1,wherein in a connection between said bottom plane and a bearing wall,and a connection between said bearing wall and said bearing floor are inan arc type or a rectangular type, and are formed by welding, a pressureis burdened by whole said earthquake-resistant building structure whichis a complete integrated structure to ensure a solidity thereof.
 3. Theearthquake-resistant building structure, as recited in claim 2, whereinsaid bottom plane which has no foundation structure is located on a flatground for avoiding being torn or pressed because of the groundfluctuation to completely replace a traditional building structure whichhas foundation, and is all sides-bearing.
 4. The earthquake-resistantbuilding structure, as recited in claim 1, wherein: said bottom plane isprovided on said flat ground, bears a whole gravity of saidearthquake-resistant building structure, said bearing wall is providedon said bottom plane, wherein an end thereof is fixedly linked with saidbottom plane, and said bearing floor is provided on said bearing wall,wherein an end thereof is fixedly linked with said bearing wall, whereina living space is defined by said bottom plane, said bearing wall, andsaid bearing floor half surrounding for ensuring that said bearing floorhas a certain elastic deformation space to absorb energy and avoidcollapse caused by pressing between rigid structure.